233. A reinforced concrete column 250 mm in diameter is de- signea to carry an axial compressive load of 400 kN. Using allowable 6 MPa and o, - 120 MPa, determine the required area 14 GPa and E, 200 GPa. 1320 mm? stresses of o. of reinforcing stoel. Assume that E Ans. A, %3D

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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233. A reinforced concrete column 250 mm in diameter is de-
signea to carry an axial compressive load of 400 kN. Using allowable
6 MPa and o, - 120 MPa, determine the required area
200 GPa.
Ans. A, = 1320 mm?
stresses of o.
of reinforcing steel. Assume that E.
14 GPa and E,
Transcribed Image Text:233. A reinforced concrete column 250 mm in diameter is de- signea to carry an axial compressive load of 400 kN. Using allowable 6 MPa and o, - 120 MPa, determine the required area 200 GPa. Ans. A, = 1320 mm? stresses of o. of reinforcing steel. Assume that E. 14 GPa and E,
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